Research on p-y curves of soil-pile interaction in saturated sand 
foundation in weakened state

ZHANG Xiao-ling; ZHU Dong-zhi; XU Cheng-shun; DU Xiu-li

doi:10.16285/j.rsm.2019.0934

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Research on p-y curves of soil-pile interaction in saturated sand foundation in weakened state

更新时间：2026-06-25

- Research on p-y curves of soil-pile interaction in saturated sand foundation in weakened state
- Vol. 41, Issue 7, Pages: 2252-2260(2020)
- 作者机构：
  
  1. 北京工业大学建筑工程学院,北京,100124
  2. 北京工业大学城市与工程安全减灾教育部重点实验室,北京,100124
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2019.0934
  CLC： TU473.1
- Online First：10 September 2020，
  
  Published：2020
- 稿件说明：
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ZHANG Xiao-ling, ZHU Dong-zhi, XU Cheng-shun, et al. Research on p-y curves of soil-pile interaction in saturated sand foundation in weakened state[J]. 2020, 41(7): 2252-2260.
DOI：

ZHANG Xiao-ling, ZHU Dong-zhi, XU Cheng-shun, et al. Research on p-y curves of soil-pile interaction in saturated sand foundation in weakened state[J]. 2020, 41(7): 2252-2260. DOI： 10.16285/j.rsm.2019.0934.

摘要

在地震荷载作用下，可液化土层中的桩基础往往会由于地基土体液化而发生破坏。在此过程中即使土体最终没有达到完全液化，但由于超孔隙水压力的存在，饱和砂土会发生强度弱化，也会导致土体对桩身水平抗力的降低。此时若不考虑超孔隙水压力对土抗力的影响，仍然采用API规范中的p-y曲线对桩基础进行设计，结果将偏于危险。针对这种情况，首先利用竖向?扭转双向耦合剪切仪对饱和砂土进行了循环扭剪动强度试验，研究了不同弱化状态下饱和砂土的动力特性和弱化参数；然后基于浅层处改进的土楔体理论模型推导极限土抗力公式，并结合深层处的绕桩流动破坏理论模型，得到了任意深度处不同孔压比下的极限土抗力，进而构造了不同弱化状态下饱和砂土地基中桩?土相互作用的p-y曲线。通过研究发现：表征土体强度弱化状态的孔压比对桩?土相互作用的极限土抗力的影响非常显著，孔压比越大，土体强度弱化程度越严重，饱和砂土的极限土抗力值就越小，即横向受荷桩对周围土体的作用随着土体强度弱化程度的增加而降低，反之则增大。

Abstract

Under seismic loading

the pile foundations in the liquefiable soil are often destroyed due to the liquefaction of foundation soil. In this process

even if the soil does not reach full liquefaction finally

the strength of saturated sand will be weakened due to the existence of the excess pore water pressure

which will also lead to the decrease of horizontal resistance force of soil. If the influence of excess pore water pressure on horizontal resistance force of soil is not considered

the pile foundations are still designed by adopting the p-y curves in the API standard

and the results will be more dangerous. In this paper

the dynamic cyclic torsional shear tests are carried out for the Fujian standard sands by employing the vertical-torsional coupling shear apparatus

and the dynamic characteristics and weakened parameters of saturated sands in different weakened states are studied. Then the formulas of ultimate soil resistance are derived based on the improved theoretical model of soil wedge at shallow layer. Combined with the theoretical model of flow failure around piles at deep layer

the ultimate soil resistances at different pore pressure ratios at any depth are obtained

and then the p-y curves of pile-soil interaction in saturated sand foundation in different weakened states are constructed. It can be found from the study that the pore pressure ratio

which characterizes the weakened state of soil

has a significant effect on the ultimate soil resistance in pile-soil interaction. With the increase of pore pressure ratio

the weakened degree of soil will be more serious

and the ultimate resistance of saturated sand is smaller. That is to say

the action of the lateral loaded pile on the surrounding soil decreases with the increase of soil weakened degree

and the vice versa.

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